Excavation support selector
Answer a few questions about depth, ground, water and what's nearby, and get a conservative steer on how to support the excavation — and a clear escalation to a temporary works engineer when the job needs one. It's a planning aid, not a temporary works design.
Free to use — no signup; everything stays in your browser. Use as a planning aid, then review against the actual site.
Instant verdict
runs in your browser
How deep is the excavation?
If you genuinely don't know yet, pick the deepest option — it routes you to a designer, which is the safe default.
Why excavation support is never optional
Excavation collapse kills. The ground gives way without warning, and a worker can be buried before they can move — HSE points out that a cubic metre of soil can weigh in excess of 1.5 tonnes, so even a partial fall into a shallow trench can crush or suffocate. The single most important fact in this whole subject is HSE’s own: no ground can be relied upon to stand unsupported in all circumstances. That is why this tool never describes any excavation as “safe” — an excavation is only ever made safe by support or battering, inspection and a safe system of work.
The choice, in plain terms
- Battering — cutting the sides back to a safe angle of repose so they can’t slip. It needs room either side, and a flatter angle in granular or wet ground. A competent person sets the angle.
- Benching — cutting the sides into stepped levels, often combined with battering on deeper digs.
- Trench box / drag box — a proprietary steel box that protects people inside it. Quick to deploy for entry, but it must suit the depth and ground.
- Sheeting and props / sheet piling — installed support that holds the faces back, for deeper or longer trenches.
- A temporary works engineer — required once you are over about 4 m, in water, under significant surcharge, or in unknown ground. The support is then designed for the actual conditions, not picked off a list.
Whatever the method, the support or battering goes in before anyone enters, and the equipment must be on site before digging starts — not ordered once the hole is open. Keep the support ahead of the working face as you advance.
Inspection is a legal duty
Under CDM 2015 regulation 22, no construction work may take place in a supported or battered excavation until a competent person has inspected it — at the start of the shift, after any event likely to affect its stability, and after any unintended fall of material — and is satisfied it is safe to work in. Ground that stood up yesterday can fail after rain, vibration or drying, so the inspection repeats.
The hazards that travel with the dig
Collapse is the headline risk, but the same planning must cover material and people falling in, plant striking workers, undermining nearby walls and foundations, and contact with buried services. Locate and mark services with up-to-date plans and a CAT and Genny scan before breaking ground (HSE’s HSG47), keep spoil and plant well back from the edge, barrier the edges, and provide ladder access within easy reach of where people work.
What this tool is — and isn’t
It’s a conservative planning steer to help you ask the right questions and recognise when a job is beyond a rule of thumb. It is not a temporary works design and doesn’t give batter angles or box specifications — those come from a competent person who has seen the actual ground. When in doubt, it escalates, because under-supporting an excavation is the kind of mistake you only make once.
Sources: HSE — Excavations (hse.gov.uk/construction/safetytopics/excavations.htm); Avoiding danger from underground services, HSG47 (hse.gov.uk/pubns/books/hsg47.htm); and the Construction (Design and Management) Regulations 2015, regulation 22 (legislation.gov.uk/uksi/2015/51).
RamsDocs helps draft structured RAMS from your job details. It does not replace competent-person review, site-specific judgement or your legal duties.
Need the full RAMS, not just the numbers?
RamsDocs builds a site-specific RAMS draft for your trade, then prompts the competent-person review, evidence and sign-off needed before principal-contractor submission.
Answer a few questions about the project and see your CDM 2015 duties — and whether it's F10 notifiable.
Run your RAMS against the checks principal contractors commonly make before review and sign-off.
Check your policies, RAMS, insurance and records against what CHAS-style SSIP assessments ask for.